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ALTERNATIVE DESIGN OF CEMENT SILOFOUNDATION
Name : Andry Prasetyo
NRP : 3108100601
Department : Civil Engineering
Lecturer : Dr.Ir.Djoko Untung
ABSTRACT
In planning of pile foundation should be thoroughlyand carefully as possible. Each foundation must be capable ofsupporting loads up to the specified safety limits, includingsupporting the maximum load that may occured.
The purpose of this study was to determine bearingcapacity and settlement of pile foundations in constructioncement factory packing plant PT. Semen Gresik. Bearingcapacity of piles with Static method based on the laboratorytest data and field data (SPT).
Pile Dimension that is used with a diameter of 0.6 m,19.5 m long pole and there are 225 piles and silos to a single,585 for 3 silo pile in one pilecap (pile group).
Pile Dimension that is used with a diameter of 0.8 mand 1.6 m. diameter tip, 17.5 m long pole and there are 144bored piles for a single silo, 396 bored pile for 3 silo in onepilecap (pile group).
Keywords : foundation, pile, bore, silo
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